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FOUNDATION NOTES:
1. ALLOWABLE SOIL PRESSURE 2000 PSI.
2 FLOOR SLAB AREAS TO BE COMPACTED TO 95�
MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB TO BE
4" CONCRETE ON 4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTINGS TO BE 2500
P51, SLABS 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET BELOW
LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1�2°DIA. x 10" STARTMG
� 6° FROM EACH CORNER � 6'-0" O.G AND AT
EACH SIDE OF ALL OPENINGS, MW. (2) PER PIECE
EXP. JOINT
� GARAGE SLAB
CONC. FOOTING
8° CONG WALL
16"x8" DEEP
CONC. FOOTING
O
PoRCH S�AB
o� GARAGE SLAB �
�
' CONC. WALL
16°x8" DEEP 16"x8" DEEP -
CON0. FOOTING CONC. FOOTING
O
TOP OF I-JOIST
�-�o�sT
8° CONC. WALL
� (2) #5 BAFS CoNT. -�
HORIZONTAL �
BSM'T. wALLS WATEft
PROOFMG
PERIMETER
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16"x8° DEEP
CONC. FOOTING O
4
I-JOIST
(2) �5 BARS CONL
HORIZONTAL �
BSM'T. WALLS
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i6"x8" DEEP
CONQ FOOTING
FIN. FLR.
I-JOIST
i � DRAIN��
N
16°x8" DE€P
CONC. FOOTIN`� -
�EXP. JOINT
� GARAGE SLAB
— WATER
PROOFMG
WATER -
PROOFING
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PERIMETER
DRAIN
16"x8" DEEP
CONG FOOTING
�OUNDATION
SCALE 1�4°=1'-0°
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DRAWN BY
RLH
CHECKED BY
X%X
DATE
4-29-13
SHEET N0.
3